03/NBGP/25-26/3

[PWD(ROADS)'18/P-278/It.no.12.01] Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . (iv) Without pumping out water and shoring

[PWD(ROADS)'18/P-277/It.no.12.02] Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. Trench filling 1/5 th of excavation earth

P-35, SL No.22(II)(a).(II) Cement concrete with 30 mm down graded shingles excluding shuttering N.B. Variety In ground floor (a) 1:3:6 proportion

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (ii ) River Bazree

[PWD/P-43/It.no.40 ] Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary),cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL

P-42, SL No.36.Hire and labour charges for shuttering with centering and necessary staging up to 4.0m.using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, columns, lintels curved or straight including fitting, fixing and striking out after completion of works.(up to roof of ground floor) 25mm to 30mm thick wooden shuttering as per direction of E ngineer – In – Charge. (f) 25mm to 30mm thick shuttering without staging in foundation : L.S (Details in bill )

P-189, SL No.1 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (iIi) With 1:4 cement mortar (c) 10 mm thick plaster L.S (Details in bill )

P-192, SL No.15 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. L.S (Details in bill )

P-265, SL No.8.07 Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)

Add:- GST @ 18%

Add:- Labour Welfare Cess @ 1%